|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | a)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 8 | b) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Providing and Laying Precast Machine Moulded Cement concrete solid Blocks in Block Masonry of specified thickness with Blocks of grade C95) with minimum compresssive strength of 5N/mm2 and block density not less than 1800Kg/Cum conforming to IS:2185 nominal size 400x200x200mm in cement concrte 1:4:8 ( 1cement ; 4Coarse Sand ( Crushed Stone sand ) -: 8 graded stone aggregate 12mm nominal size ) with cement mortar 1:4 (1cement : 4 Coarse Sand ( Crushed Stone sand ) -) including scaffolding,raking out joints and filling the joints with cement mortar ,finishing neatly etc.complete as directed by the Engineer-in-Charge.a) In Cement Mortar 1:6 ( 1cement : 6 Coarse Sand -CC Solid block masonry : i) All Works upto Plinth Level / Compound walls |
| 13 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | 12 mm cement plaster of mix : |
| 15 | 1:6 (1 cement: 6 fine sand) |
| 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 17 | 1:4 (1 cement: 4 fine sand) |
| 18 | Neat cement punning |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 20 | Two or more coats on new work. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 22 | One or more coats on old work. |
| 23 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 24 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 25 | Removing structural steel cover of the open well wherever necessary including necessary cutting etc and refixing the cover after necessary repairs and replacing of damaged steel members etc complete as per the direction of Engineer in charge. |
| 26 | Removing all plants/saplings with roots growing on building side at all levels,spouts,khurras,canopy chajjas roof area including application of herbicide to prevent the regrowth etc including disposal of rubbish to the dumpimg ground within a distance of 50m |
| 27 | Cleaning of manhole of maximum internal dimensions 90X 80 X90 cm by completely removing any accumulated silt, sludge etc including clearing the blockages in the adjacent sewage pipes and disposing the wastes by manually including trenching, burrying and refilling etc complete. |
| 28 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
| 29 | Cleaning of drain by completely removing accumulated silt, sludge etc after removing RCC cover slab in position and disposing the waste by trenching,burrying, refilling and covering the drain with RCC slab in position including making clear the flow etc complete. |
| 30 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 31 | In cement mortar |
| 32 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 33 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 34 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead |
| 35 | Providing and fixing unplasticised PVC waste water pipes of pressure class 4Kg/ Sqcm conforming to IS: 13592 including jointing with solvent cement solution . |
| 36 | a)110mm dia |
| 37 | b) 75 mm dia |
| 38 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 39 | i)Bend 87.5° a)75 mm bend |
| 40 | b) 110 mm bend |
| 41 | ii)Door Bend a) 110 mm Door bend |
| 42 | b) 75 mm Door bend bend |
| 43 | Credit for taking possession and disposal of unservicable materials |
| 44 | a) scrap steel Plates, angles, M.S.pipes etc (Credit item) Please Enable Macros to View BoQ information |
